BRIDGE-347-FINAL-PLANS - Plan Index and Bridge Detail Sheets

Oct 24, 2026

Upload by jayni

Utility and traffic planning sheets for an Elkhart County Department of Highway bridge project, including survey reference ties, fiber optic and utility communication locations, and detailed maintenance of traffic detour notes. The plans provide a structured index of sheet contents (typical cross sections, plat, plan and profile, erosion control, pavement markings, soil borings, layout, and bridge component details). Additional documentation covers approach slab details, pier and superstructure details, railing and screeds, recommended for approval design and drawing data, plus revision tracking and typical incidental/cross-section references.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages34

Reading Time1 h 26 min

AccessFree to download

Index Sheet

Typical Cross Sections

Maintenance of Traffic Detour

Plan and Profile

Erosion Control

Pavement Markings

Soil Borings

Layout

General Plan

End Bent Details

Pier Details

Superstructure Details

Railing Details

Screeds

Approach Slab Details

Bridge Summary

Road Summary

Cross Sections

| UTILITIES COMMUNICATIONS:
BRIGHTSPEED
6000 FAIRVIEW RD, SUITE 1200 CHARLOTTE, NC 28210
(916) 204-8802
CONTACT: JORDON HOWELL
JHOWELL@BRYLER.COM
FIBER OPTIC:
SURF INTERNET 3325 MIDDLEBURY ST ELKHART, IN 46516
(574) 575-4766,(574) 304-0581
CONTACT: STEVE GRAVES
SGRAVES@SURFINTERNET.COM
R
Know what's

Az=261° 26.52'
E. Face of Pwp
S. Face of 4"x4" Wood Post
Az=125° 43.84
Mag Nail w/ "Loch"Washer

Az=59° 22.69' \#600 P.O.T. 11+50 .00 Line "A"Set Mag w/ "Loch" Washer
INDEX SHEET NO. SUBJECT 1 TITLE 2 INDEX 3-4 TYPICAL CROSS SECTIONS 5 PLAT NO. 1 6 MAINTENANCE OF TRAFFIC DETOUR 7 PLAN AND PROFILE 8 EROSION CONTROL 9 PAVEMENT MARKINGS 10-11 SOIL BORINGS 12 LAYOUT 13-14 GENERAL PLAN 15-16 END BENT DETAILS 17-19 PIER DETAILS 20-22 SUPERSTRUCTURE DETAILS 23 RAILING DETAILS 24 SCREEDS 25-27 APPROACH SLAB DETAILS 28 BRIDGE SUMMARY 29 ROAD SUMMARY 30-34 CROSS SECTIONS
SURVEY REFERENCE TIES

Az=156° 32.69'
Az=336° 40.33' \#601 P.C. 11+93 .84 Line "A"Set Mag w/ "Loch" Washer

Az=294°
81.43'
Az=306°
65.10'
Mag Nail w/ "Loch"Washer
N. Corner of Utility Handhole

Az=280°
40.90'
3/4" Rebarw/ Red Cap

\#602 P.I. 12+58 .95 Line "A"Set Mag w/ "Loch" Washer

Az=30°

Line "A"
Gate Post
Gate Post Az=57° 31.42'
Az=136°
118.15'
N. Most
Guardrail
Post

\#603 P.T. 13+22 .83 Line "A"Set Mag w/ "Loch" Washer
REVISIONS SHEET NO. DATE REVISED
Az=278° 22.97'
N. Most

Weight Limit Sign Post
Guardrail
Post Az=100° 23.66'
W. Face of
Tele. Pole Az=118°

71.57'

Line "A" \#604 P.C. 14+23 .12 Line "A"Set Mag w/ "Loch" Washer

Az=9° N. Most
23.75'

SW Corner of SW Wing
Guard Rail Post
Az=99° 43.95'
W. Face of Tele. Pole

Line "A"
Wall
Az=167°
30.97' \#605 P.I. 14+56 .56 Line "A"Set Mag w/ "Loch" Washer

Az=331°
49.32'
N. Most
Guard Rail
Post
W. Face of Tele. Pole

Az=243° 23.22'
SW Corner of
Az=51°
20.14'

Line "A"
SW Wing Wall
\#606 P.T. 14+89 .39 Line "A"Set Mag w/ "Loch" Washer

Az=338° 37.61'

S. Face of Tele. Pole
Az=283° 62.66'
SE Corner of SE Wing Wall

Az=253°
Guard Rail Post 5th 8.77'
From East End

\#608 P.I. 16+09 .37 Line "A"Set Mag w/ "Loch" Washer
Weight Limit Sign Post

Fiber Optic Marker Post

Az=38° 22.84'
Az=255°
65.10'
Az=98° 41.23'
Line
"A"

Guard Rail Post 5th From East End \#609 P.T. 16+58 .63 Line "A"Set Mag w/ "Loch" Washer

W. Face of 6" Wood Post
Az=63° 69.38'

Line "A"
Center of Az=248° Utility
91.32 Handhole
Az=88° 66.53'NW Corner of Mailbox
Post

\#610 P.O.T. 18+50 .00 Line "A"Set Mag w/ "Loch" Washer

Az=86°

31.75'
SE Corner of SE Wing Wall
Az=219°
24. 14' Az=133°
W. Face of Tele. Pole

Line "A"
51.49'Guard Rail Post 5th From East End \#607 P.C. 15+53 .03 Line "A"Set Mag w/ "Loch" Washer | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | RECOMMENDED FOR APPROVAL
DESIGN ENGINEER

6/02/2026 DATE | | | DEPARTMENT OF HIGHWAY
ELKHART COUNTY | HORIZONTAL SCALE | BRIDGE FILE | | | | | | | | | N/A | 20-00347 B | | | | | | | | | VERTICAL SCALE | DESIGNATION | | | | | | | | | N/A | N/A | | | | | | | | | | | | | | | DESIGNED: SSR | DRAWN: CJF | | INDEX | | SHEET | | | | | | | | | | 2
of
34 | | | | | | | | | | | | | | | CHECKED: MCLT | CHECKED: SSR | | | | CONTRACT | | | | | | | | | | N/A | | | | | | | | | | | | | | Existing Ground ~~ ~~ | |

TYPICAL INCIDENTAL SECTION
Varies 0'-0" to 15'-0"
Varies 0'-0" to 15'-0"
Varies, 2'-0"Min.

Varies, 2'-0"Min.

M

R

W

W
App . Ex . R/W
App . Ex

FAQs

What project components are listed in the sheet index?

The index enumerates typical cross sections, plat, maintenance of traffic detour, plan and profile, erosion control, pavement markings, soil borings, layout, general plan, end bent details, pier details, superstructure details, railing details, screeds, approach slab details, bridge summary, road summary, and cross sections.

How do the plans address utilities and fiber optic communications?

They include utility communications contact and address information, and show fiber optic locations using stationing and directional/azimuth and marker notes tied to the survey line.

What drawing and approval information is included?

The sheets contain a recommended-for-approval section with design engineer and date, department information (Elkhart County), horizontal/vertical scale fields, designed/drawn/checked sign-offs, and a bridge file reference.

Oct 24, 2026

Upload by jayni